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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹57.4 LAccepted-Finance 3 56 MELA STREET SANNASIPATTI POOLANKULATHUPATTI TRICHY 620009 | TIRUCHIRAPPALLI | TAMIL NADU | 620009 | ₹57.4 L | L1 | Accepted-Finance Quoted L1 Rate |
| 2 | L2₹60.3 LRejected-Finance 5 6 JOTHI NAGAR TRICHY CHENNAI BYPASS ROAD TRICHY | TIRUCHIRAPPALLI | TAMIL NADU | 620001 | ₹60.3 L | L2 | Rejected-Finance Quoted L2 Rate |
| Sl No | Description | Qty | Unit | AK INFRA L1 | Jyothi Constructions L2 |
|---|---|---|---|---|---|
| 1.00 | Strengthening the road from N.Kuttapattu to Keelakadu road in N.Kuttapattu Pt. Picking the existing mettaled surface and sectioning including all labour charges etc, complete.KM 0/0-0/920 | 1,150 | Sqm | 22 ₹25,300 | 24.15 ₹27,772.50 |
| 2.00 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201 in all etc complete | 987.34 | Sqm | 6 ₹5,924.04 | 6.3 ₹6,220.24 |
| 3.00 | Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A | 208.25 | Cum | 138 ₹28,738.50 | 147 ₹30,612.75 |
| 4.00 | Collection and supply and laying of U.S.gravel including cost and conveyance of all materials and all labour charges etc. complete. | 82.28 | Cum | 380 ₹31,266.40 | 401.1 ₹33,002.51 |
| 5.00 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in Subbase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. | 514.24 | Cum | 3,170 ₹16.3 L | 3,328.5 ₹17.1 L |
| 6.00 | Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | 3,428.25 | Sqm | 88 ₹3.0 L | 92.4 ₹3.2 L |
| 7.00 | Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. complete | 3,450 | Sqm | 21 ₹72,450 | 22.05 ₹76,072.50 |
| 8.00 | Providing and laying 50mm consolidated thick Bituminous Macadam using 0.20cum fo 26.50-13.20mm,0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRCmetal with 37Kgs of bitumen for pre mixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant20-30 ton capacity , conveying the mix by tipper trucks top a versite, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by8-10tonne Vibratory/ Pneumatic Roller to the required density etc.,including labour for attending to paver to site etc.,including hire charges and fuel charges for 20-30 to CMP with bitumen boiler, tipper trucks, Paver Finisher/ 9m paver finisher,Vibratory/Pneumatic roller and all other tools and plant required ,including fuel and all other incidental charges etc., complete as per specification | 171.41 | Cum | 9,730 ₹16.7 L | 10,217.55 ₹17.5 L |
| 9.00 | BITUMINOUS CONCRETE 25 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5 | 86.25 | Cum | 12,315 ₹10.6 L | 12,932.85 ₹11.2 L |
| 10.00 | Supplying and fixing Hecta Metre stones including painting and lettering as directed by the departmental officers etc., complete | 4 | Cum | 870 ₹3,480 | 602.7 ₹2,410.80 |
Updated dates
Tender Value
₹61.0 L
EMD Value
₹62,000
Closing Date
27 Feb 2026, 3:00 pmClosed
Project Director
DRDA Tiruchirappalli
Strengthening the road at N.Kuttapattu to Keelakadu Road in Kuttapattu Panchayat (R-89) VPR (KM 0/0-0/920) in Manikandam Block at Tiruchirappalli District under MGSMT - 2025-26 Additional Package.04
2026_RDTN_658204_4
DIPR/1099/TENDER/2026
Open Tender
Civil Works - Roads
180 days
Tiruchirappalli
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹62,000
DRDA Tiruchirappalli
8 Apr 2026
16 Feb 2026
27 Feb 2026
16 Feb 2026
27 Feb 2026
16 Feb 2026
19 Feb 2026
Strengthening the road from N.Kuttapattu to Keelakadu road in N.Kuttapattu Pt. Picking the existing mettaled surface and sectioning including all labour charges etc, complete.KM 0/0-0/920
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201 in all etc complete
Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A
Collection and supply and laying of U.S.gravel including cost and conveyance of all materials and all labour charges etc. complete.
Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in Subbase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.
Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. complete
Providing and laying 50mm consolidated thick Bituminous Macadam using 0.20cum fo 26.50-13.20mm,0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRCmetal with 37Kgs of bitumen for pre mixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant20-30 ton capacity , conveying the mix by tipper trucks top a versite, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by8-10tonne Vibratory/ Pneumatic Roller to the required density etc.,including labour for attending to paver to site etc.,including hire charges and fuel charges for 20-30 to CMP with bitumen boiler, tipper trucks, Paver Finisher/ 9m paver finisher,Vibratory/Pneumatic roller and all other tools and plant required ,including fuel and all other incidental charges etc., complete as per specification
BITUMINOUS CONCRETE 25 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5
Supplying and fixing Hecta Metre stones including painting and lettering as directed by the departmental officers etc., complete
Road stud
Provision For 60cm Equilateral triangle cautionary Sign board
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for overall quoted amount above this row in column "BB" for all works in this package}
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